WO2009095195A2 - Procédé et dispositif pour l'exécution d'un sondage - Google Patents

Procédé et dispositif pour l'exécution d'un sondage Download PDF

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Publication number
WO2009095195A2
WO2009095195A2 PCT/EP2009/000485 EP2009000485W WO2009095195A2 WO 2009095195 A2 WO2009095195 A2 WO 2009095195A2 EP 2009000485 W EP2009000485 W EP 2009000485W WO 2009095195 A2 WO2009095195 A2 WO 2009095195A2
Authority
WO
WIPO (PCT)
Prior art keywords
shaft structure
drilling
shaft
drilling rig
drilling device
Prior art date
Application number
PCT/EP2009/000485
Other languages
German (de)
English (en)
Other versions
WO2009095195A3 (fr
Inventor
Werner Suhm
Jürgen Binder
Martin Ruder
Michael Back
Original Assignee
Herrenknecht Vertical Gmbh
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Herrenknecht Vertical Gmbh filed Critical Herrenknecht Vertical Gmbh
Priority to US12/735,564 priority Critical patent/US8662203B2/en
Priority to PL09707037T priority patent/PL2245256T3/pl
Priority to EP09707037A priority patent/EP2245256B1/fr
Priority to AT09707037T priority patent/ATE515622T1/de
Priority to CA2713453A priority patent/CA2713453C/fr
Publication of WO2009095195A2 publication Critical patent/WO2009095195A2/fr
Publication of WO2009095195A3 publication Critical patent/WO2009095195A3/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D7/00—Shaft equipment, e.g. timbering within the shaft
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F24—HEATING; RANGES; VENTILATING
    • F24T—GEOTHERMAL COLLECTORS; GEOTHERMAL SYSTEMS
    • F24T10/00—Geothermal collectors
    • F24T2010/50—Component parts, details or accessories
    • F24T2010/53—Methods for installation
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/10—Geothermal energy

Definitions

  • the invention relates to a method for creating a deep hole, in particular in an emission-sensitive area, and a device for this purpose.
  • Deep wells have been produced for decades for exploration of oil and natural gas deposits to depths of over 5,000 meters.
  • the second form of use is the direct use of heat in the form of district heating.
  • the proximity to the consumer for the efficiency and efficiency of district heating due to transport losses is of crucial importance.
  • the production of such deep wells in Consumer proximity or even in inner city situation is not unproblematic for various, among other things the reasons mentioned above.
  • the ongoing drilling operation has not insignificant effects such as noise, dirt and construction site operation in general on the environment (emission protection).
  • special security precautions are to be taken precisely in inner city situation due to the danger situation when creating deep boreholes and to keep distances to the surrounding development, which would require very large construction site installation areas, which are often not feasible.
  • Deposits are to be understood as meaning, in particular, deposits of hydrocarbons, gases, storage reservoirs for gases, liquids or other liquid products, gases or wastes of any kind to be disposed in pores and / or fractures.
  • the invention has for its object to provide a drilling method and a drilling device, can be created with the well in emissions sensitive areas such as urban development or nature to be protected deep wells, while reducing significant adverse effects on these areas when creating the deep hole ,
  • This object is achieved in terms of the method in that a shaft structure is created, a stationary drilling rig is installed in the shaft structure, the sole of the shaft structure as Drilling approach point is prepared, and the deep hole is drilled with a suitable drilling method.
  • the method according to the invention has the effect of minimizing emissions in terms of sound, etc., by arranging the drilling rig in the shaft structure.
  • the safety distances to the adjacent development can be greatly reduced.
  • a tipping over of the derrick on the adjacent building is prevented on the one hand by the shaft wall and on the other hand by the anchoring of the derrick to the shaft wall. External influences by wind forces on the derrick are thus minimized.
  • the placement of the drilling technology in the shaft further reduces the emissions of noise and dirt on the construction site and improves the appearance of the construction site, since only the transport of materials to and from the surface has to be carried out. All essential drilling activities are carried out in the shaft. From an environmental point of view, setting up the deep drilling technology in the shaft has particular advantages.
  • Leaking fluids during the drilling process are not distributed as usual on the drilling site, but are collected directly in the shaft.
  • the inside and outside tight shaft acts like an oil pan, which prevents contamination of the soil and groundwater.
  • the already sound-emission-optimized drilling technology ensures an even quieter drilling operation. This is crucial for the acceptance of drilling and construction work, particularly in or near dense settlements and close to the consumer.
  • the following further embodiments of the invention relate both to the device according to the invention and to the method according to the invention. Furthermore, the object of the invention is achieved by a drilling apparatus, in particular for carrying out the method described above, with a shaft structure and a stationary drilling rig, which is arranged in the shaft structure.
  • the device according to the invention in addition to the advantages mentioned above, that, by the possibility of using the shaft walls as a load-bearing structure, for anchorages or supports with, new possibilities of derrick construction and Bohrablaufautomatmaschine arise. It becomes possible to downsize and slim down the derrick technology to save costs. In addition, an additional automation of Bohrablaufs ensures a reduction of drilling personnel in the shaft and thus in the danger zone.
  • shaft structure is manufactured with an automatic Schachtabsenkmaschine, mining in the drilling and blasting process and / or by freeze-shaft method.
  • the depth of the shaft structure is 15 to 100 m, preferably 30 to 50 m.
  • a further advantageous teaching of the invention provides that the diameter of the shaft structure is up to 20 m, preferably up to 15 m. In this way, a shaft structure can be provided that allows the necessary dimensions for complete inclusion of a drilling rig.
  • an energy supply of the drilling rig is arranged in the shaft structure.
  • a further advantageous teaching of the invention provides that auxiliary units, in particular tanks, pumps and / or processing devices for the provision of a drilling mud in the shaft structure, are arranged / are. Thereby the emissions on the surface are reduced. Furthermore, the area consumption for the drilling site itself is reduced.
  • the drilling rig is attached to at least one wall of the shaft structure / is.
  • the forces acting on the derrick are reduced, so that a lighter design of the derrick can be done.
  • the tower of the plant can be made simpler in terms of static concerns. Furthermore, deformations during drilling are reduced.
  • a further advantageous teaching of the invention provides that a drill pipe support in the shaft structure, preferably perpendicular to a wall of the shaft structure, is arranged / is. In this way, the space requirement is minimized and the accessibility of the drill string optimized. This is also advantageous for further automation of the drilling rig, as it allows the acceleration of the drilling course during the replacement of drill pipe or during removal and installation of the drill string as part of a Bohrwerkmaschinezz cels. Placing the drill string vertically along the well wall in an automatic feeder rod magazine and automatic pipe handler could largely automate the repositioning of drill string. Such an implementation would require extensive additional design, assembly and retention capabilities with a conventional construction of surface drilling technology. The consequences would be in addition to sharply rising costs for the drilling technology and a significant increase in space requirements on the construction site, which is problematic especially in close proximity to consumers or in the vicinity or in dense settlements.
  • the shaft structure is covered / is.
  • Full coverage of the shaft is a minimal intervention on the surface by the drilling and a decoupling of the construction of the surface possible.
  • persons working on the derrick are exposed to minimal weather influences (cold, rain) due to the possibility of a manhole cover.
  • a complete cover of the shaft construction also serves to keep the shaft dry during precipitation and thus to reduce wastewater during construction and drilling operations.
  • a further advantageous teaching of the invention provides that the depth of the shaft structure is designed / is such that the drilling rig with its overall height is located in the shaft structure. A tipping over of the derrick on the adjacent building is prevented on the one hand by the shaft wall and on the other hand by the anchoring of the derrick to the shaft wall. External influences by wind forces on the derrick are thus minimized.
  • the shaft structure is connected to at least one underground structure, in particular a track, a tunnel and / or a bore is / is.
  • this can be used in the construction phase as a construction site facility with and essential components of the site equipment are placed there.
  • the tunnel diameter it is also possible for example to accommodate separation devices, rod bearings, ancillary units and / or the energy supply for the drilling operations.
  • a further advantageous teaching of the invention provides that the shaft structure is connected in its sole area with overground. This allows adequate ventilation.
  • the Shaft structure is actively being weathered.
  • a further advantageous teaching of the invention provides that a recess in the region of a Bohrlochansatzis is created by the sole of the shaft structure, in which a blow-out preventer is installed.
  • a blow-out preventer By deepening blow-out preventers in the shaft bottom, the required shaft depth can be significantly reduced.
  • Substructures on which the derrick is conventionally placed can be placed on the surface near the shaft. Shorter cylinders, shorter strokes and the use of single linkage enable a more compact design and further reduce the required shaft depth.
  • working platforms are / are built in the shaft structure. Due to the possibility of arranging work platforms on the derrick additional work surfaces are created and continue working on the tower safer and more practical by the possibility of storage of tools etc .. Furthermore, by the arrangement possibility of different work platforms improved safety distance of the employees to Bohrform depending on the degree of automation Drilling system be enabled.
  • the benefits of incorporating a manhole structure into the creation of deep wells are not limited to drilling drilling, i. in the construction phase, but also in the use phase after completion of the drilling.
  • the shaft construction can be used to house equipment, pumps, aggregates and possibly turbines. This has advantages for the space requirement for such utilities on the surface. Here less space is required.
  • the placement of the technology in the shaft increases the safety of the technology against unauthorized entry, sabotage or even wanton damage (terrorist attacks). An increase in security of supply is thereby achieved.
  • the shaft structure can continue to be used during the construction phase as described above, but also after completion of the drilling work.
  • device technology can be placed here.
  • the subsidized media can be fed directly to underground distribution systems (pipelines) and forwarded. Direct access by unauthorized persons to manhole, equipment and pipelines can be controlled in this way.
  • drill pipes the use of coil tubing is conceivable.
  • the drilled drill string can possibly be suspended in an optimal offset to the drill start point in the shaft structure, so that as few deflections as possible occur during the drums.
  • a lifting device for the drilling rig a hydraulic system with lifting cylinders can be used.
  • a cable lift can be used that may be suspended above the tower of the rig above / in the shaft.
  • a Casing Drilling method can also be used directly. It is also possible in the shaft or in the route to use prepared drilling or production strands, for example, if special requirements for the tightness of the strand in certain layers layers, such as drinking water layers o. ⁇ . are required.
  • the shaft structure can also be used as a mounting room for a geothermal power plant or similar. be used. The same applies to direct expansion plants for oil or gas production.
  • a further teaching of the invention provides that the manhole structure is prepared with several drilling positions into which the drilling installation for the drilling down of a further borehole is successively installed, when the previous borehole has been completed.
  • the number of drill points is varied.
  • Each position is provided for example with a Bohransatzddling, a recess for a blow-out preventer in the shaft bottom and / or with a receptacle and / or a recess on the shaft wall for attaching a drilling rig, wherein the recording and / or in the Recess advantageously arranged the guides of the drilling rig.
  • the rig is dismantled and reassembled at the next drill point.
  • these elements may also be prepared prior to downsetting the next well in the well, and then connected to the rig.
  • the holes can be deflected in any direction both vertically and horizontally, so as to be able to develop the largest possible underground reservoir with minimum surface intervention in environmentally sensitive regions.
  • FIG. 2 shows a plan view to FIG. 1, FIG.
  • FIG. 3 shows a sectional view along A-A according to FIG. 2, FIG.
  • FIG. 4 is a side view with transparent shaft structure to Fig.
  • Fig. 5 shows a detail view of Fig. 1,
  • Fig. 6 is a sectional view of another invention
  • FIGS. 1 and 5 show a drilling device 10 according to the invention, which is arranged in a shaft structure 20.
  • the drilling apparatus 10 has a hydraulic lifting device 11, in which lifting cylinders 12 stand up on a base plate 13. Between the Hubzyiindern 12 a support beam 14 is provided as a connecting element which is guided vertically on guides 15.
  • the support beam 14 is fixedly connected to the lifting cylinders 12 and is moved vertically in the shaft structure 20 by means of the lifting cylinder.
  • Movably arranged on the support beam 14 is a top drive 16 for rotating the drill string (not shown).
  • the Topdrive 16 is provided with a pivoting mechanism 17, via which the Topdrive 16 can be pivoted for receiving new boring bars 31.
  • a turntable for intercepting the drill string is provided, which holds the drill string in the case of installing or removing the drill string, if it is not hooked on the elevator 11.
  • the shaft structure 20 has an annular cross-section 21 (other cross-sections, for example. Rectangular, elliptical, or the like are also possible), which is defined by shaft walls 22, and is bounded on its underside by the shaft bottom 23.
  • the shaft walls 22 are provided with an expansion 28, for example, segments.
  • a receptacle 24 is arranged, on which the drilling device 10 is arranged.
  • the receptacle 24 has centrally a recess 25 into which the drilling device 10 protrudes with a slewing gear 17 for the Topdrive and can move vertically.
  • a recess 26 is arranged, on the sole of which the Bohransatz Vietnamese (not shown) is located and in which a blow-out preventer 18 of the drilling rig 10 is arranged (see Fig. 3 and Fig. 4).
  • the blow-out preventer 18 is connected to a connection 19 to the flushing circuit (not shown) (see Fig. 1).
  • the guides 15 of the elevator 11 are arranged.
  • a ladder 27 is provided as a repair and auxiliary experience.
  • Fig. 2 shows a plan view of Fig. 1.
  • a drill rod magazine 30 is arranged, in which the drill rods 31 are turned off, either as a bearing for further installation, when the bore sunken to the length of a drill rod 31 is or as an intermediate storage during installation and removal of the drill rods 31 to make a Bohrwerkmaschinechtunci.
  • Fig. 6 shows another embodiment of the invention.
  • the shaft structure 20 is connected in the region of its sole 23 with a path 40, which may be designed as a blind section or has a connection with overground.
  • the shaft structure 20 is provided at its upper opening with a cover 29 having openings 32 for ventilation of the shaft structure 20.
  • the shape of the cover can also dome-like o. ⁇ . be executed.
  • the power supply, further storage for drill rods and the auxiliary equipment such as pumps and tanks for flushing, as well as the treatment for the drilling mud can be arranged.
  • the route 40 is also suitable for driving, the material transport for the drilling rig can be made via the route 40.
  • the ventilation of the drilling rig can be made over the distance 40.
  • the drilling rig 10 is arranged completely in the shaft structure 20.
  • the shaft depth is thus dependent on how long a pipe section of the drill string is. If the boring bars 31 are to be introduced individually, the shaft can be shorter, but the times for changing a boring tool take longer because each boring bar 31 has to be removed individually.
  • the boring bars 31 may also be in the form of double or triplet sections be provided. If no cover 29 are provided, then it is also possible to make the guides 15 of the drilling rig 10 project beyond the shaft structure 20. A cover can then be made by an above-ground structure, anaiog a shaft housing in the classic mining.
  • the well structure 20 is prepared with a plurality of drilling positions into which the drilling rig 10 can be installed respectively when a well has been completed.
  • the number of Bohransatz Vietnameseen can also be varied depending on the shaft diameter and available base area of the shaft bottom.
  • Each position is provided for example with a Bohransatzddling, a recess 26 for a blow-out preventer 18 and with a receptacle 24 and a recess 25 for attaching a rig 10, wherein the receptacle 24 and into the recess 25, the guides 15 of Drilling system 10 are arranged.
  • these elements 24, 25, 26 may also be prepared prior to the drilling down of the next hole and then connected to the drilling rig 10. After drilling down a hole, the rig 10 is dismantled and reassembled at the next drill point.
  • the shaft structure 20 can also be connected underground with supply and disposal lines. These can be created in the microtunnelling process. Furthermore, directional horizontal bores (HDD) or direct pipeline laying can be used as the construction method. These lines can be used later as a delivery pipelines for the removal of raw materials or the heat carrier.
  • the routes 40 can be driven with tunnel boring machines or mined by drilling and blasting depending on the ground or for economy in terms of the route length. Segmental lining can also be considered as an extension. Let it Thus, especially in the nearby coastal area or in the Wadden Sea create water-independent access to the holes, which at the same time have a high level of protection against environmental pollution especially in oil and gas production. Also, a high level of security against weather conditions and weather extremes such as storm and the like is given.
  • the shaft structure 20 can be easily closed with a cover 29. Access to the hole thus remains possible. In this way, a high degree of security against third parties is generated for the bore. The environment is also protected against adverse effects due to the shaft structure during the production period. Furthermore, it is possible after completion of the production time, the shaft structure 20 completely rebuild and backfill.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Earth Drilling (AREA)

Abstract

L'invention concerne un procédé pour l'exécution d'un sondage, en particulier dans une zone sensible aux émissions, et un dispositif correspondant. L'invention a pour but de disposer d'un procédé de forage et d'un dispositif de forage permettant d'exécuter des sondages, y compris dans des zones sensibles aux émissions, telles que des zones construites au centre ville ou dans la nature à protéger, et tout en réduisant, en même temps, des influences nuisibles pour lesdites zones lors des sondages. Ce but est atteint grâce à l'invention, laquelle est caractérisée en ce qu'un puits (20) est édifié, une installation de forage stationnaire (10) est construite dans le puits (20), la base (23) du puits est agencée en tant que point de départ du forage, et le sondage est foré suivant un procédé de forage approprié.
PCT/EP2009/000485 2008-01-28 2009-01-26 Procédé et dispositif pour l'exécution d'un sondage WO2009095195A2 (fr)

Priority Applications (5)

Application Number Priority Date Filing Date Title
US12/735,564 US8662203B2 (en) 2008-01-28 2009-01-26 Method and device for creating a deep borehole
PL09707037T PL2245256T3 (pl) 2008-01-28 2009-01-26 Sposób i urządzenie do wykonywania odwiertów głębokich
EP09707037A EP2245256B1 (fr) 2008-01-28 2009-01-26 Procédé et dispositif pour l'exécution d'un sondage
AT09707037T ATE515622T1 (de) 2008-01-28 2009-01-26 Verfahren und vorrichtung zum erstellen einer tiefbohrung
CA2713453A CA2713453C (fr) 2008-01-28 2009-01-26 Procede et dispositif pour l'execution d'un sondage

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102008006392A DE102008006392A1 (de) 2008-01-28 2008-01-28 Verfahren und Vorrichtung zum Erstellen einer Tiefbohrung
DE102008006392.4 2008-01-28

Publications (2)

Publication Number Publication Date
WO2009095195A2 true WO2009095195A2 (fr) 2009-08-06
WO2009095195A3 WO2009095195A3 (fr) 2010-04-01

Family

ID=40794479

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2009/000485 WO2009095195A2 (fr) 2008-01-28 2009-01-26 Procédé et dispositif pour l'exécution d'un sondage

Country Status (8)

Country Link
US (1) US8662203B2 (fr)
EP (1) EP2245256B1 (fr)
AT (1) ATE515622T1 (fr)
CA (1) CA2713453C (fr)
DE (1) DE102008006392A1 (fr)
ES (1) ES2369407T3 (fr)
PL (1) PL2245256T3 (fr)
WO (1) WO2009095195A2 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104564092A (zh) * 2014-11-17 2015-04-29 上海隧道工程有限公司 泥水盾构在复杂地层中更换主驱动密封的方法

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102011083668A1 (de) * 2011-09-29 2013-04-04 Siemens Aktiengesellschaft HF-Resonator und Teilchenbeschleuniger mit HF-Resonator
US9974651B2 (en) 2015-02-05 2018-05-22 Mitral Tech Ltd. Prosthetic valve with axially-sliding frames
DE102019212152A1 (de) 2019-08-13 2021-02-18 Bentec Gmbh Drilling & Oilfield Systems Untertage-Bohranlage und Verfahren zu deren Errichtung

Citations (3)

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US4108255A (en) * 1975-05-29 1978-08-22 Smith Craig R Well drilling apparatus
US4255068A (en) * 1978-07-04 1981-03-10 Techniques Industrielles Et Minieres Method and a device for undersea drilling
US4691788A (en) * 1984-07-04 1987-09-08 Hitachi Construction Machinery Co., Ltd. Lateral hole boring method and apparatus

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Publication number Priority date Publication date Assignee Title
US2331072A (en) * 1941-01-24 1943-10-05 Carl E Cameron Method and means of developing oil fields
US2828945A (en) * 1955-07-22 1958-04-01 Robert V New Oil and gas well drilling and apparatus therefor
US2872933A (en) * 1957-08-05 1959-02-10 Cid Air Structures Company Air-inflated drilling rig cover
US3626836A (en) * 1969-12-04 1971-12-14 Schneidler Ind Inc Drilling operation shelter
US3866697A (en) * 1972-07-12 1975-02-18 Tetra Tech Drilling system
DE19633934C2 (de) * 1996-08-22 2002-09-26 Doll Fahrzeugbau Gmbh Horizontalbohrgerät

Patent Citations (3)

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Publication number Priority date Publication date Assignee Title
US4108255A (en) * 1975-05-29 1978-08-22 Smith Craig R Well drilling apparatus
US4255068A (en) * 1978-07-04 1981-03-10 Techniques Industrielles Et Minieres Method and a device for undersea drilling
US4691788A (en) * 1984-07-04 1987-09-08 Hitachi Construction Machinery Co., Ltd. Lateral hole boring method and apparatus

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104564092A (zh) * 2014-11-17 2015-04-29 上海隧道工程有限公司 泥水盾构在复杂地层中更换主驱动密封的方法

Also Published As

Publication number Publication date
EP2245256B1 (fr) 2011-07-06
WO2009095195A3 (fr) 2010-04-01
ES2369407T3 (es) 2011-11-30
PL2245256T3 (pl) 2011-12-30
US20110220413A1 (en) 2011-09-15
CA2713453C (fr) 2013-07-02
DE102008006392A1 (de) 2009-07-30
EP2245256A2 (fr) 2010-11-03
US8662203B2 (en) 2014-03-04
ATE515622T1 (de) 2011-07-15
CA2713453A1 (fr) 2009-08-06

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